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Bridge Statistics for Midvale, Utah (UT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 35Number of bridges
  • 364ft / 111mTotal length
  • 2,412,397Total average daily traffic
  • 471,299Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Midvale
  • No street view available for this location

New bridges in Midvale, UT - historical statistics
  • New bridges - historical statistics
  • 11950-1959
  • 21960-1969
  • 11970-1979
  • 31980-1989
  • 171990-1999
  • 82000-2009
  • 12010-2019
  • 22020-2022
Reconstructed bridges in Midvale, UT - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 22000-2009
  • 32010-2019
Average Bridge Daily Traffic in Midvale, UT
Average Bridge Truck Traffic in Midvale, UT
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 73.7%Good
  • 21.1%Satisfactory
  • 5.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 5.3%Excellent
  • 15.8%Very good
  • 52.6%Good
  • 15.8%Satisfactory
  • 5.3%Fair
  • 5.3%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 5.3%Excellent
  • 5.3%Very good
  • 68.4%Good
  • 15.8%Satisfactory
  • 5.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 77.8%Good
  • 22.2%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 50.0%Satisfactory
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Structure Number: 35014F,  Location: 690 E. 6755 S., MIDVALE (Lat: 40.628550,  Lng: -111.872544),  Route carried "on" structure: City street ,  Year Built: 1982,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,197 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,454 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN AND SALT LAKE C,  Facility Carried by Structure: LARCHWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.059,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35034D,  Location: 270 E.7500 S., MIDVALE (Lat: 40.615003,  Lng: -111.882014),  Route carried "on" structure: City street 2095,  Year Built: 2002,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 500 (year 2020),  Average Future Daily Traffic: 625 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN AND SALT LAKE C,  Facility Carried by Structure: 7500 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.735,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.1m (49.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35035F,  Location: 150 E.8000 S., MIDVALE (Lat: 40.605800,  Lng: -111.889000),  Route carried "on" structure: City street 2090,  Year Built: 1965,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 500 (year 2020),  Average Future Daily Traffic: 625 (year 2040),  Design Load: HL 93,  Features Intersected: JORDAN AND SALT LAKE C,  Facility Carried by Structure: 8000 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.803,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35037D,  Location: 150 E. 7800 S., MIDVALE (Lat: 40.609547,  Lng: -111.886061),  Route carried "on" structure: City street 2092,  Year Built: 2000,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 11,804 (year 2020),  Average Future Daily Traffic: 14,755 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN AND SALT LAKE C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.399,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35043D,  Location: 400 E. 7200 S., MIDVALE (Lat: 40.620742,  Lng: -111.877492),  Route carried "on" structure: City street 2116,  Year Built: 1999,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 21,008 (year 2020),  Average Future Daily Traffic: 26,260 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN AND SALT LAKE C,  Facility Carried by Structure: 7200 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.106,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 35055D,  Location: 740 EAST 7350 S., MIDVALE (Lat: 40.617611,  Lng: -111.871481),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,323 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,607 (year 2040),  Design Load: HL 93,  Features Intersected: EAST JORDAN CANAL,  Facility Carried by Structure: 7350 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.058,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 0.0m,  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35160D,  Location: 1250 E. 7180 S., MIDVALE (Lat: 40.620833,  Lng: -111.856833),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 6,552 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,961 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LITTLE COTTONWOOD CREEK,  Facility Carried by Structure: 7180 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35186D,  Location: 50 W. 8600 S., MIDVALE (Lat: 40.595022,  Lng: -111.892381),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 1,890 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,296 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN AND SALT LAKE C,  Facility Carried by Structure: 8600 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.040,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: C 726,  Location: 6550 SO.900 EAST MURRAY (Lat: 40.629458,  Lng: -111.865925),  Route carried "on" structure: State highway 71,  Year Built: 1984,  Status: Open,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 18,677 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 23,346 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I-215 EB AND WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.268,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 68.3m (224.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 31.6m (103.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: E1064,  Location: APPROX. 8250 SO.STATE ST. (Lat: 40.601614,  Lng: -111.890772),  Route carried "on" structure: US 89,  Year Built: 1956,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 22,274 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,843 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JORDAN & SALT LAKE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 592.617,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1C 827,  Location: 400 W.7200 SO.IN MIDVALE (Lat: 40.619900,  Lng: -111.903703),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1998,  Status: Open,  Structure Length: 13.60m (44.62ft),  Average Daily Traffic: 23,546 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,433 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SR 48, 7200 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.470,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 68.0m (223.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 610N,  Location: 7200 SOUTH INTERCHANGE (Lat: 40.620425,  Lng: -111.904033),  Route carried "on" structure: Interstate 15,  Year Built: 2000,  Status: Open,  Structure Length: 6.85m (22.47ft),  Average Daily Traffic: 236,512 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 295,640 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SR-48,7200 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 479.978,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.5m (80.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 65.5m (214.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 611N,  Location: 0.1 MI.SO.OF 6400 SO.ST. (Lat: 40.629794,  Lng: -111.903806),  Route carried "on" structure: Interstate 15,  Year Built: 2000,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 236,512 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 295,640 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: UTA,LIGHT RAIL SPUR LINE
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 480.850,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 65.5m (214.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 647N,  Location: Wasatch Street 400 West (Lat: 40.605694,  Lng: -111.904781),  Route carried "on" structure: Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 3.85m (12.63ft),  Average Daily Traffic: 227,001 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 283,751 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 8000 SOUTH ST., WASATCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 478.317,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 648N,  Location: 400 W.CENTER ST.-MIDVALE (Lat: 40.610586,  Lng: -111.905747),  Route carried "on" structure: Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 5.92m (19.42ft),  Average Daily Traffic: 227,001 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 283,751 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 7800 SOUTH ST.,CENTER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 478.866,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3C 828,  Location: 500 W.7200 SO.IN MIDVALE (Lat: 40.621250,  Lng: -111.904803),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1998,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 13.28m (43.57ft),  Average Daily Traffic: 23,546 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,433 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SR-48,7200 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.249,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 15.7m (51.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 65.5m (214.9ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3C 83,  Location: 0.2 MI.SO.6400 SOUTH ST. (Lat: 40.629414,  Lng: -111.903983),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1998,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 21.32m (69.95ft),  Average Daily Traffic: 23,546 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 29,433 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: UNION PACIFIC RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.324,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 102.4m (336.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 610S,  Location: 7200 SOUTH INTERCHANGE (Lat: 40.621169,  Lng: -111.904078),  Route carried "on" structure: Interstate 15,  Year Built: 1998,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 6.85m (22.47ft),  Average Daily Traffic: 227,001 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 283,751 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SR-48,7200 SOUTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 479.875,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.5m (70.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 65.5m (214.9ft),  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 647S,  Location: 400 W.8000 SO.IN MIDVALE (Lat: 40.606186,  Lng: -111.905214),  Route carried "on" structure: Interstate 15,  Year Built: 1998,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.85m (12.63ft),  Average Daily Traffic: 227,001 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 283,751 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 8000 SOUTH ST.(WASATCH)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 478.183,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3F 648S,  Location: 400 W.7800 SO.IN MIDVALE (Lat: 40.611236,  Lng: -111.906172),  Route carried "on" structure: Interstate 15,  Year Built: 1998,  Status: Open,  Structure Length: 5.92m (19.42ft),  Average Daily Traffic: 227,001 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 283,751 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: 7800 SOUTH ST.,CENTER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 478.750,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.9m (101.4ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.9m (98.1ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1F 92,  Location: I-15 NB over 8000 S (Lat: 40.606000,  Lng: -111.905000),  Route carried "on" structure: Interstate 15,  Year Built: 2021,  Status: Open,  Structure Length: 3.67m (12.04ft),  Average Daily Traffic: 227,001 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 283,751 (year 2040),  Design Load: HL 93,  Features Intersected: 8000 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 477.814,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: C 441,  Location: 7200 SOUTH WEST OF I-15 (Lat: 40.620842,  Lng: -111.905472),  Route carried "under" structure: State highway 48,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 44,009 (year 2020),  Truck Traffic: 15%,  Features Intersected: SR-48,  Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 6.176,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: C 726,  Location: 6550 SO.900 EAST MURRAY (Lat: 40.629458,  Lng: -111.865925),  Route carried "under" structure: Interstate 215,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 105,506 (year 2020),  Truck Traffic: 15%,  Features Intersected: I-215 EB AND WB,  Facility Carried by Structure: SR-71 (900E.ST)
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 15.253,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 68.3m (224.1ft)

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Structure Number: C 942,  Location: 7850 So.State St.,Midvale (Lat: 40.608253,  Lng: -111.890772),  Route carried "under" structure: US 89,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 30,743 (year 2020),  Truck Traffic: 10%,  Features Intersected: US-89 (SR-89),STATE ST.,  Facility Carried by Structure: UTA, LIGHT RAIL
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 593.354,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: F 779,  Location: At 7200 So.,I-15 Intchg. (Lat: 40.620842,  Lng: -111.905325),  Route carried "under" structure: State highway 48,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 44,009 (year 2020),  Truck Traffic: 15%,  Features Intersected: SR-48, 7200 SOUTH ST.,  Facility Carried by Structure: UTA, FRONT RUNNER
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 6.188,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.1m (72.5ft)

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Structure Number: F 788,  Location: 7200 South 600 West (Lat: 40.620869,  Lng: -111.907583),  Route carried "under" structure: State highway 48,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 44,009 (year 2020),  Truck Traffic: 15%,  Features Intersected: SR-48,(7200 SOUTH),  Facility Carried by Structure: UTA, MID-VALLEY
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 5.997,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 1C 827,  Location: 400 W.7200 SO.IN MIDVALE (Lat: 40.619900,  Lng: -111.903703),  Route carried "under" structure: State highway 48,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 33,663 (year 2020),  Truck Traffic: 15%,  Features Intersected: SR 48, 7200 SOUTH STREET,  Facility Carried by Structure: Rp.I-15NB TO I-215
Minimum Vertical Clearance: 6.31m (20.70ft),  Kilometerpoint: 21.350,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 68.0m (223.1ft)

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Structure Number: 1F 610N,  Location: 7200 SOUTH INTERCHANGE (Lat: 40.620425,  Lng: -111.904033),  Route carried "under" structure: State highway 48,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 33,663 (year 2020),  Truck Traffic: 15%,  Features Intersected: SR-48,7200 SOUTH STREET,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 19.312,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: 1F 647N,  Location: Wasatch Street 400 West (Lat: 40.605694,  Lng: -111.904781),  Route carried "under" structure: City street 2090,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2020),  Features Intersected: 8000 SOUTH ST., WASATCH,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 1F 648N,  Location: 400 W.CENTER ST.-MIDVALE (Lat: 40.610586,  Lng: -111.905747),  Route carried "under" structure: City street 2114,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 8,288 (year 2020),  Features Intersected: 7800 SOUTH ST.,CENTER ST,  Facility Carried by Structure: I-15 (SR-15) NBL
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 3C 828,  Location: 500 W.7200 SO.IN MIDVALE (Lat: 40.621250,  Lng: -111.904803),  Route carried "under" structure: State highway 48,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 33,663 (year 2020),  Truck Traffic: 15%,  Features Intersected: SR-48,7200 SOUTH STREET,  Facility Carried by Structure: RP.I215EB TO I15SB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 19.312,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: 3F 610S,  Location: 7200 SOUTH INTERCHANGE (Lat: 40.621169,  Lng: -111.904078),  Route carried "under" structure: State highway 48,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 33,663 (year 2020),  Truck Traffic: 15%,  Features Intersected: SR-48,7200 SOUTH STREET,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 19.293,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 65.5m (214.9ft)

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Structure Number: 3F 647S,  Location: 400 W.8000 SO.IN MIDVALE (Lat: 40.606186,  Lng: -111.905214),  Route carried "under" structure: City street 2090,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2020),  Features Intersected: 8000 SOUTH ST.(WASATCH),  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 3F 648S,  Location: 400 W.7800 SO.IN MIDVALE (Lat: 40.611236,  Lng: -111.906172),  Route carried "under" structure: City street 2114,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 8,288 (year 2020),  Features Intersected: 7800 SOUTH ST.,CENTER ST,  Facility Carried by Structure: I-15 (SR-15) SBL
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 1F 92,  Location: I-15 NB over 8000 S (Lat: 40.606000,  Lng: -111.905000),  Route carried "under" structure: City street 2090,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2020),  Features Intersected: 8000 S,  Facility Carried by Structure: I-15 NB to I-215
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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